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Dr. rer. nat. Jürgen Mey
ErosMatlabInterface
Commits
893c428c
Commit
893c428c
authored
2 years ago
by
mey
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new eros function
parent
e85e58fe
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893c428c
function
[
LEM
]
=
eros
(
varargin
)
%############## DEFAULTS #################################
% grids
default_dem
=
GRIDobj
(
'srtm_bigtujunga30m_utm11.tif'
);
default_rain
=
1
;
% precipitation (m/yr)
default_uplift
=
0.002
;
% uplift rate (m/yr)
default_sediment
=
2
;
% sediment thickness (m)
default_cs
=
0
;
% inflow sediment concentration (volumetric)
default_water
=
0
;
% other
default_climate
=
0
;
default_experiment
=
'run'
;
default_model
=
'eros'
;
default_eros_version
=
'eros8.0.131M'
;
default_outfolder
=
'out\\out'
;
default_inertia
=
0
;
% time
default_time_unit
=
'year'
;
default_begin
=
0
;
default_end
=
1e+4
;
default_draw
=
1e+3
;
default_step
=
250
;
default_stepmin
=
0.1e1
;
default_stepmax
=
1e4
;
default_begin_option
=
'time'
;
default_end_option
=
'time'
;
default_draw_option
=
'time'
;
default_step_option
=
'volume:adapt'
;
default_TU
=
'TU:surface=rain:coefficient=0.001'
;
default_erosion_multiplier
=
1000
;
% enhance the erosion by this factor for each precipiton
default_erosion_multiplier_increment
=
'3:log10'
;
default_erosion_multiplier_op
=
'*'
;
default_erosion_multiplier_min
=
1000
;
% smallest erosion_multiplier during calculation
default_erosion_multiplier_max
=
1000
'
;
% largest erosion_multiplier during calculation;
default_erosion_multiplier_default_min
=
10000
;
% minimum number of defaults that triggers a time step increase
default_erosion_multiplier_default_max
=
20000
;
% maximum number of defaults that triggers a time step decrease
default_time_extension
=
2e+3
;
% erosion/deposition
default_erosion_model
=
'MPM'
;
% (stream_power, shear_stress, shear_mpm)
default_deposition_model
=
'constant'
;
% need to know whether there are other options!
default_stress_model
=
'rgqs'
;
default_limiter_dh
=
0.1
;
% define how excessive must be the topography variations to trigger defaults
default_limiter_mode
=
'unclip'
;
% determine whether triggering of defaults changes topography or not
default_fluvial_stress_exponent
=
1.5
;
% exponent in sediment flux eq. (MPM): qs = E(tau-tau_c)^a
default_fluvial_sediment_erodability
=
2.6e-8
;
% [kg-1.5 m-3.5 s-2] E in MPM equation
default_fluvial_sediment_threshold
=
0.05
;
% [Pa] critical shear stress (tau_c) in MPM equation
default_deposition_length
=
60
;
% [m] xi in vertical erosion term: edot = qs/xi
default_fluvial_lateral_erosion_coefficient
=
1e-2
;
% dimensionless coefficient (Eq. 17 in Davy, Croissant, Lague (2017))
default_fluvial_lateral_deposition_coefficient
=
1e-2
;
default_lateral_erosion_model
=
1
;
default_lateral_deposition_model
=
'constant'
;
default_fluvial_basement_erodability
=
0.01
;
default_fluvial_basement_threshold
=
0.5
;
default_outbend_erosion_coefficient
=
1.000000
;
default_inbend_erosion_coefficient
=
1.00000
;
default_poisson_coefficient
=
5
;
default_diffusion_coefficient
=
4
;
default_sediment_grain
=
0.0025
;
default_basement_grain
=
0.025
;
% flow model
default_flow_model
=
'stationary:pow'
;
default_friction_model
=
'manning'
;
default_friction_coefficient
=
0.025
;
default_flow_boundary
=
'free'
;
% outputs
% options:
% stress, waters, discharge, downward, slope, qs, capacity, sediment, precipiton_flux, stock
default_str_write
=
'water:qs:precipiton_flux:sed'
;
% expected inputs
expectedInput_time_unit
=
{
'year'
,
'second'
};
expectedInput_begin_option
=
{
'volume'
,
'time'
};
expectedInput_end_option
=
{
'volume'
,
'time'
};
expectedInput_draw_option
=
{
'volume'
,
'time'
};
expectedInput_step_option
=
{
'time'
,
'volume'
,
'time:adapt'
,
'volume:adapt'
};
expectedInput_limiter_mode
=
{
'clip'
,
'unclip'
};
expectedInput_erosion_model
=
{
'MPM'
};
expectedInput_deposition_model
=
{
'constant'
};
expectedInput_stress_model
=
{
'rghs'
,
'rgqs'
};
expectedInput_lateral_deposition_model
=
{
'constant'
};
expectedInput_flow_model
=
{
'stationary:pow'
};
expectedInput_friction_model
=
{
'manning'
};
expectedInput_flow_boundary
=
{
'free'
};
p
=
inputParser
;
% grids
addOptional
(
p
,
'dem'
,
default_dem
,
@
(
x
)
isa
(
x
,
'GRIDobj'
))
addParameter
(
p
,
'rain'
,
default_rain
,
@
(
x
)
isa
(
x
,
'GRIDobj'
)
||
@
isnumeric
)
addParameter
(
p
,
'uplift'
,
default_uplift
,
@
(
x
)
isa
(
x
,
'GRIDobj'
)
||
@
isnumeric
)
addParameter
(
p
,
'sed'
,
default_sediment
,
@
(
x
)
isa
(
x
,
'GRIDobj'
)
||
@
isnumeric
)
addParameter
(
p
,
'cs'
,
default_cs
,
@
(
x
)
isa
(
x
,
'GRIDobj'
)
||
@
isnumeric
)
addParameter
(
p
,
'water'
,
default_water
,
@
(
x
)
isa
(
x
,
'GRIDobj'
)
||
@
isnumeric
)
% other
addParameter
(
p
,
'climate'
,
default_climate
);
%,@(x) any(validateattributes(x,{'numeric'},{'ncols',3})))
addParameter
(
p
,
'experiment'
,
default_experiment
,
@
ischar
)
addParameter
(
p
,
'model'
,
default_model
,
@
ischar
)
addParameter
(
p
,
'eros_version'
,
default_eros_version
,
@
ischar
)
addParameter
(
p
,
'outfolder'
,
default_outfolder
,
@
ischar
)
addParameter
(
p
,
'inertia'
,
default_inertia
,
@
isnumeric
)
addParameter
(
p
,
'time_unit'
,
default_time_unit
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_time_unit
)))
addParameter
(
p
,
'begin'
,
default_begin
,
@
isnumeric
)
addParameter
(
p
,
'end'
,
default_end
,
@
isnumeric
)
addParameter
(
p
,
'draw'
,
default_draw
,
@
isnumeric
)
addParameter
(
p
,
'step'
,
default_step
,
@
isnumeric
)
addParameter
(
p
,
'stepmin'
,
default_stepmin
,
@
isnumeric
)
addParameter
(
p
,
'stepmax'
,
default_stepmax
,
@
isnumeric
)
addParameter
(
p
,
'begin_option'
,
default_begin_option
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_begin_option
)))
addParameter
(
p
,
'end_option'
,
default_end_option
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_end_option
)))
addParameter
(
p
,
'draw_option'
,
default_draw_option
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_draw_option
)))
addParameter
(
p
,
'step_option'
,
default_step_option
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_step_option
)))
addParameter
(
p
,
'TU'
,
default_TU
)
addParameter
(
p
,
'erosion_multiplier'
,
default_erosion_multiplier
,
@
isnumeric
)
addParameter
(
p
,
'erosion_multiplier_increment'
,
default_erosion_multiplier_increment
,
@
isnumeric
)
addParameter
(
p
,
'erosion_multiplier_op'
,
default_erosion_multiplier_op
,
@
ischar
)
addParameter
(
p
,
'erosion_multiplier_min'
,
default_erosion_multiplier_min
,
@
isnumeric
)
addParameter
(
p
,
'erosion_multiplier_max'
,
default_erosion_multiplier_max
,
@
isnumeric
)
addParameter
(
p
,
'erosion_multiplier_default_min'
,
default_erosion_multiplier_default_min
,
@
isnumeric
)
addParameter
(
p
,
'erosion_multiplier_default_max'
,
default_erosion_multiplier_default_max
,
@
isnumeric
)
addParameter
(
p
,
'time_extension'
,
default_time_extension
,
@
isnumeric
)
addParameter
(
p
,
'limiter_dh'
,
default_limiter_dh
,
@
isnumeric
)
addParameter
(
p
,
'limiter_mode'
,
default_limiter_mode
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_limiter_mode
)))
addParameter
(
p
,
'erosion_model'
,
default_erosion_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_erosion_model
)))
addParameter
(
p
,
'deposition_model'
,
default_deposition_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_deposition_model
)))
addParameter
(
p
,
'stress_model'
,
default_stress_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_stress_model
)))
addParameter
(
p
,
'fluvial_stress_exponent'
,
default_fluvial_stress_exponent
,
@
isnumeric
)
addParameter
(
p
,
'fluvial_sediment_erodability'
,
default_fluvial_sediment_erodability
,
@
isnumeric
)
addParameter
(
p
,
'fluvial_sediment_threshold'
,
default_fluvial_sediment_threshold
,
@
isnumeric
)
addParameter
(
p
,
'deposition_length'
,
default_deposition_length
,
@
isnumeric
)
addParameter
(
p
,
'fluvial_lateral_erosion_coefficient'
,
default_fluvial_lateral_erosion_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'fluvial_lateral_deposition_coefficient'
,
default_fluvial_lateral_deposition_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'lateral_erosion_model'
,
default_lateral_erosion_model
,
@
isnumeric
)
addParameter
(
p
,
'lateral_deposition_model'
,
default_lateral_deposition_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_lateral_deposition_model
)))
addParameter
(
p
,
'fluvial_basement_erodability'
,
default_fluvial_basement_erodability
,
@
isnumeric
)
addParameter
(
p
,
'fluvial_basement_threshold'
,
default_fluvial_basement_threshold
,
@
isnumeric
)
addParameter
(
p
,
'outbend_erosion_coefficient'
,
default_outbend_erosion_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'inbend_erosion_coefficient'
,
default_inbend_erosion_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'poisson_coefficient'
,
default_poisson_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'diffusion_coefficient'
,
default_diffusion_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'sediment_grain'
,
default_sediment_grain
,
@
isnumeric
)
addParameter
(
p
,
'basement_grain'
,
default_basement_grain
,
@
isnumeric
)
addParameter
(
p
,
'flow_model'
,
default_flow_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_flow_model
)))
addParameter
(
p
,
'friction_model'
,
default_friction_model
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_friction_model
)))
addParameter
(
p
,
'friction_coefficient'
,
default_friction_coefficient
,
@
isnumeric
)
addParameter
(
p
,
'flow_boundary'
,
default_flow_boundary
,
@
(
x
)
any
(
validatestring
(
x
,
expectedInput_flow_boundary
)))
addParameter
(
p
,
'str_write'
,
default_str_write
,
@
ischar
)
parse
(
p
,
varargin
{:});
LEM
=
p
.
Results
;
% prepare GRIDobjs
if
isnumeric
(
LEM
.
rain
)
rain
=
LEM
.
dem
;
rain
.
Z
=
ones
(
rain
.
size
)
*
p
.
Results
.
rain
;
rain
.
Z
=
rain
.
Z
.
/
365.25
/
24
/
3600
;
rain
.
Z
(
1
,:)
=
-
1
;
rain
.
Z
(:,
1
)
=
-
1
;
rain
.
Z
(
end
,:)
=
-
1
;
rain
.
Z
(:,
end
)
=
-
1
;
LEM
.
rain
=
rain
;
end
if
isnumeric
(
LEM
.
sed
)
sed
=
LEM
.
dem
;
sed
.
Z
=
ones
(
sed
.
size
)
*
p
.
Results
.
sed
;
LEM
.
sed
=
sed
;
end
if
isnumeric
(
LEM
.
uplift
)
uplift
=
LEM
.
dem
;
uplift
.
Z
=
ones
(
uplift
.
size
)
*
p
.
Results
.
uplift
;
LEM
.
uplift
=
uplift
;
end
if
isnumeric
(
LEM
.
cs
)
cs
=
LEM
.
dem
;
cs
.
Z
=
ones
(
cs
.
size
)
*
p
.
Results
.
cs
;
LEM
.
cs
=
cs
;
end
if
isnumeric
(
LEM
.
water
)
water
=
LEM
.
dem
;
water
.
Z
=
ones
(
water
.
size
)
*
p
.
Results
.
water
;
LEM
.
water
=
water
;
end
% create grds
if
~
(
isfolder
(
'Topo'
))
mkdir
(
'Topo'
)
end
GRIDobj2grd
(
LEM
.
dem
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.alt'
]);
GRIDobj2grd
(
LEM
.
rain
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.rain'
]);
GRIDobj2grd
(
LEM
.
sed
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.sed'
]);
GRIDobj2grd
(
LEM
.
uplift
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.uplift'
]);
GRIDobj2grd
(
LEM
.
rain
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.rain'
]);
GRIDobj2grd
(
LEM
.
water
,[
'./Topo/'
,
LEM
.
dem
.
name
,
'.water'
]);
% climate
fileID
=
fopen
([
'.\Topo\'
,
LEM
.
experiment
,
'.climate'
],
'w'
);
fprintf
(
fileID
,
[
'time flow:relative cs:absolute\n'
]);
for
i
=
1
:
size
(
LEM
.
climate
,
1
)
fprintf
(
fileID
,
[
num2str
(
LEM
.
climate
(
i
,
1
)),
' '
,
num2str
(
LEM
.
climate
(
i
,
2
)),
' '
num2str
(
LEM
.
climate
(
i
,
3
)),
'\n'
]);
end
fclose
(
fileID
);
% make sure nothing gets overwritten
[
~
,
~
,
Status
]
=
mkdir
(
LEM
.
outfolder
);
i
=
1
;
while
isempty
(
Status
)
==
0
outpath
=
[
LEM
.
outfolder
,
'_'
,
num2str
(
i
)];
[
~
,
~
,
Status
]
=
mkdir
(
outpath
);
i
=
i
+
1
;
end
if
i
>
1
LEM
.
outfolder
=
outpath
;
end
% write input file (.arg)
fileID
=
fopen
([
LEM
.
experiment
,
'.arg'
],
'w'
);
fprintf
(
fileID
,
[
'model='
,
LEM
.
model
,
'\n'
]);
fprintf
(
fileID
,
[
'erosion_model='
,
LEM
.
erosion_model
,
'\n'
]);
fprintf
(
fileID
,
[
'deposition_model='
,
LEM
.
deposition_model
,
'\n'
]);
fprintf
(
fileID
,
[
'deposition_length_fluvial='
,
num2str
(
LEM
.
deposition_length
),
'\n'
]);
fprintf
(
fileID
,
[
'sediment_grain='
,
num2str
(
LEM
.
sediment_grain
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_erosion_model='
,
num2str
(
LEM
.
lateral_erosion_model
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_deposition_model='
,
num2str
(
LEM
.
lateral_deposition_model
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_erosion_coefficient_fluvial='
,
num2str
(
LEM
.
fluvial_lateral_erosion_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_deposition_coefficient_fluvial='
,
num2str
(
LEM
.
fluvial_lateral_deposition_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_erosion_outbend='
,
num2str
(
LEM
.
outbend_erosion_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'lateral_erosion_inbend='
,
num2str
(
LEM
.
inbend_erosion_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'poisson_coefficient='
,
num2str
(
LEM
.
poisson_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'diffusion_coefficient='
,
num2str
(
LEM
.
diffusion_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'basement_grain='
,
num2str
(
LEM
.
basement_grain
),
'\n'
]);
fprintf
(
fileID
,
[
'basement_erodibility='
,
num2str
(
LEM
.
fluvial_basement_erodability
),
'\n'
]);
fprintf
(
fileID
,
[
'sediment_erodability='
,
num2str
(
LEM
.
fluvial_sediment_erodability
),
'\n'
]);
fprintf
(
fileID
,
[
'flow_model='
,
LEM
.
flow_model
,
'\n'
]);
fprintf
(
fileID
,
[
'friction_coefficient='
,
num2str
(
LEM
.
friction_coefficient
),
'\n'
]);
fprintf
(
fileID
,
[
'flow_boundary='
,
num2str
(
LEM
.
flow_boundary
),
'\n'
]);
fprintf
(
fileID
,
[
'stress_model='
,
num2str
(
LEM
.
stress_model
),
'\n'
]);
% grids
fprintf
(
fileID
,
[
'topo=Topo\\'
,
LEM
.
dem
.
name
,
'.alt\n'
]);
fprintf
(
fileID
,
[
'rain=Topo\\'
,
LEM
.
dem
.
name
,
'.rain\n'
]);
fprintf
(
fileID
,
[
'water=Topo\\'
,
LEM
.
dem
.
name
,
'.water\n'
]);
fprintf
(
fileID
,
[
'sed=Topo\\'
,
LEM
.
dem
.
name
,
'.sed\n'
]);
fprintf
(
fileID
,
[
'uplift=Topo\\'
,
LEM
.
dem
.
name
,
'.uplift\n'
]);
fprintf
(
fileID
,
[
'cs=Topo\\'
,
LEM
.
dem
.
name
,
'.cs\n'
]);
if
sum
(
LEM
.
climate
(:))
~=
0
fprintf
(
fileID
,
[
'climate=Topo\\'
,
LEM
.
experiment
,
'.climate\n'
]);
end
% time
fprintf
(
fileID
,
[
'time:unit='
,
LEM
.
time_unit
,
'\n'
]);
fprintf
(
fileID
,
[
'time_extension='
,
num2str
(
LEM
.
time_extension
),
'\n'
]);
fprintf
(
fileID
,
[
'time:end='
,
num2str
(
LEM
.
end
),
':'
,
LEM
.
end_option
,
'\n'
]);
fprintf
(
fileID
,
[
'time:draw='
,
num2str
(
LEM
.
draw
),
':'
,
LEM
.
draw_option
,
'\n'
]);
fprintf
(
fileID
,
[
'time:step='
,
num2str
(
LEM
.
step
),
':'
,
LEM
.
step_option
,
'\n'
]);
fprintf
(
fileID
,
[
'time:step:min='
,
num2str
(
LEM
.
stepmin
),
':max='
,
num2str
(
LEM
.
stepmax
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier='
,
num2str
(
LEM
.
erosion_multiplier
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_op='
,
num2str
(
LEM
.
erosion_multiplier_op
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_min='
,
num2str
(
LEM
.
erosion_multiplier_min
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_max='
,
num2str
(
LEM
.
erosion_multiplier_max
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_increment='
,
num2str
(
LEM
.
erosion_multiplier_increment
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_default_min='
,
num2str
(
LEM
.
erosion_multiplier_default_min
),
'\n'
]);
fprintf
(
fileID
,
[
'erosion_multiplier_default_max='
,
num2str
(
LEM
.
erosion_multiplier_default_max
),
'\n'
]);
fprintf
(
fileID
,
[
'limiter_dh='
,
num2str
(
LEM
.
limiter_dh
),
'\n'
]);
fprintf
(
fileID
,
[
'limiter_mode='
,
num2str
(
LEM
.
limiter_mode
),
'\n'
]);
fprintf
(
fileID
,
[
'write='
,
LEM
.
str_write
,
'\n'
]);
fprintf
(
fileID
,
[
LEM
.
TU
,
'\n'
]);
fprintf
(
fileID
,
[
'flow_inertia_coefficient='
,
num2str
(
LEM
.
inertia
),
'\n'
]);
% inertia in shallow water equation
fprintf
(
fileID
,
[
'friction_model='
,
LEM
.
friction_model
,
'\n'
]);
% floodos mode
fclose
(
fileID
);
% save inputs to outfolder
copyfile
([
LEM
.
experiment
,
'.arg'
],
LEM
.
outfolder
);
save
([
LEM
.
outfolder
,
'/LEM.mat'
],
'LEM'
);
% write start file
fileID
=
fopen
([
LEM
.
experiment
,
'.bat'
],
'w'
);
fprintf
(
fileID
,
'@rem Run Eros program with following arguments\n'
);
fprintf
(
fileID
,
'@rem\n'
);
fprintf
(
fileID
,
'@echo off\n'
);
fprintf
(
fileID
,
[
'@set EROS_PROG=bin\\'
,
LEM
.
eros_version
,
'.exe\n'
]);
fprintf
(
fileID
,
'@set COMMAND=%%EROS_PROG%% %%*\n'
);
fprintf
(
fileID
,
'@echo on\n'
);
fprintf
(
fileID
,
'@rem\n\n'
);
fprintf
(
fileID
,
'goto:todo\n\n'
);
fprintf
(
fileID
,
':not_todo\n\n'
);
fprintf
(
fileID
,
':todo\n\n\n'
);
fprintf
(
fileID
,
[
'start /LOW %%COMMAND%% -dir='
,
LEM
.
outfolder
,
'\\ '
,
LEM
.
experiment
,
'.arg'
]);
fclose
(
fileID
);
% run model
system
([
LEM
.
experiment
,
'.bat'
])
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